HomeMy WebLinkAboutC3.03_Roadway Plan & Profiles W Rio De Plata Dr Sheet Notes:
T H E
1. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE =�
,� - - - IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), CITY OF LAND
2665 6 MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT STANDARDS. .
O<o1365- o �26, \\ SEE SHEET C2.13 FOR ` 1 II NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR WRITTEN APPROVAL.
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\ 1 � INTERSECTION DETAILS �� / II 2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
o 6S APPROXIMATE WAY ONLY.THE CONTRACTOR SHALL COMPLY WITH IDAHO
\ II CODE, CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES
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N � 'IIIIIIIIIIIIIIIIi � i _ DAMAGE PREVENTION.THE CONTRACTOR SHALL DETERMINE THE EXACT
C ( - �� A LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK.THE
`J C `* ? \ �_ _ / � o CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL
� L ci o N ' 1 ) �\ C) 4 I Ir � - ) o Cl? �'. DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT OF FAILURE TO
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N' _ "' O° "' 2 - 00 - -� ,; "' C6 s). o EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES.THE
- - + o m N �- X' `- co �! Icli `y CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR
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STA:34+60, OFF: 16.50'R - _M c - - - - _ - - _ _ _ _ OR EXACT LOCATIONS A MINIMUM OF 48-HOURS
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_ i PRIOR TO DIGGING.
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TBC:2666.55 p� ( �-
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�- - - - �- � am + r B1M - - - - - - - - - - - - -
M' + / 0 - 3. COMPLY WITH ALL NOTES ON SHEET C1.00.
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m 8"W o - °°° / p - - - co - " I 0 4. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST
ti^ ��S .O ��5 �; EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL
-- _ -
a' ' SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
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co 8;'w % � o 3 - ---_' _--_---- -----��- --- - ----- �- W 5. LONGITUDINAL SLOPE OF ALL SIDEWALKS SHALL NOT EXCEED 5.00%.
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66, \ g W 8 CROSS SLOPES OF ALL SIDEWALKS SHALL NOT EXCEED 2.00%. SLOPES
34+ o�m�� \ 5 $"�/ - I - ' �66p B"W 8 W �6 ' WITHIN PEDESTRIAN RAMPS SHALL NOT EXCEED 1:12 SLOPE IN ANY
00 �, M ��1 1 _ o 8„W PC STA: 32+26.31 - 8"`"' - 6S �+
M 4 �, I � 5 8"W 2660 �6, m` m 666 _ - DIRECTION.THERE ARE NO TOLERANCES ALLOWED ABOVE THE MAXIMUM
- _ U BVC: 32+32.54 m `�66' ' 6� l_ _m I I- r - - -� 30�00 SLOPES.
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M �-_/ `\, 31SF00 y
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----__ r 5 3 �, 3+00 EVC: 32+94.70 SAN HP:32+68.96 3 N 32+00 _ \
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- \ 1. INSTALL STREET LIGHT SEE STREET LIGHT PLAN FOR DETAILS.
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\ _ _, 2. INSTALL TYPE II SIDEWALK BARRICADE WITH KICK PLATE PER ISPWC
U m i \ - WITH
C/� m M � -
_ - _ - - SD 1132A BARRICADES SHALL HAVE THICKENED EDGE ALUMINUM
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--- - - - - -� - �- 6 INCH WIDE REFLECTIVE RED/WHITE DIAGONAL DECALS NO PAINT
/ m 0R' o — r - - - = - - - - B100 - - - - - r
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CC CC
M COC\J `L cD a. M I B1�L aiw aiw aiw o � 3. - WITH
o v + Co - 4 c6, o o N CONSTRUCT TYPE"A"PEDESTRIAN RAMP PER ISPWC SD 712A
LL / / p o
C.I m m CD N I o co + TRUNCATED DOMES PER ACHD SUPP SD 712 DOMES SHALL BE
�Q� M co N c0 O r i O i —CO Ln O CDUJ
ti� + m _ _� Cp BCD �- c��, �' �� + C� o+ C M N 1� FABRICATED INSERTS COLORED TRAFFIC YELLOW AND SET INTO THE
co `" ` ` CO
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+ �, N- � 2670 (_ "' `" `' �; m CONCRETE.ADHESIVE MATS ARE NOT ALLOWED. y
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--------- 2671 \ CO '- 4. INSTALL TYPE III BARRICADE PER ISPWC SD-1132B BARRICADES SHALL a
/ C/) II
\\ �, �6� HAVE THICKENED EDGE ALUMINUM WITH 6-INCH WIDE REFLECTIVE
e311:a - 2672 \ O. 1 RED/WHITE DIAGONAL DECALS. NO PAINT. INCLUDE SIGN THAT STATES,
"THIS ROADWAY TO BE EXTENDED IN THE FUTURE".
BCD _
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o rn/ 66� �66p �`O���o (� - 1f 5. CONSTRUCT 6-FT TRANSITION FROM ROLL 3-IN CURB&GUTTER TO 6-IN
c'6,S 6�0 2\ w r 11 VERTICAL CURB AND GUTTER. E
r L N
l - / O
0 20' 40' CL
W Rio De Plata Dr a)
Q
Horizontal Scale: 1" = 20, C
Curb Legend:
2674 2674 W
Street B (1): Sta. 30♦00 - 34♦60 STANDARD 6"VERTICAL CURB AND also
HORIZONTAL SCALE: 1�� � 201 GUTTER PER______________ STANDARD 3AROLDL CUPP RB BSAND 1 O
VERTICAL SCALE. 1 = 2
GUTTER PER ACHD SUPP SD-702
2672 2672
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+ (p + � = A� o
N N N Q
6 C-D PVI STA: 32+63.62 "' cw)
w PVI ELEV: 2669.16 > m = z
2670 w K: 20.00 m 2670 Q
1\
LVC: 62.17 O = 0
PROPOSED GRADE AT CENTERLINE / \
2668 1.29%
l 1 I \ I 2668 1
Revisions
-r'82 �� `�-\ 1. AGENCY COMMENTS 07-28-25
\
I
0 "`\
2666 / / \ /\ EXISTING GROUND AT CENTERLINE /�` 2666
2664 1 / r 2664
2662 \ ',�\ 2662
� ZONAL E
2660 \ \ / 2660
10961
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\ J soN DEN
2658 2658 07Oa0025
Project No.: 121172
Date of Issuance: 07-28-2025
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Project Milestone: PERMIT SUBMITTAL
3 AT CENTERLINE AT CENTERLINE
M a 2656 2656 Roadway Plan & Profiles
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"m 34+60 34+40 34+20 34+00 33+80 33+60 33+40 33+20 33+00 32+80 32+60 32+40 32+20 32+00 31+80 31+60 31+40 31+20 31+00 30+80 30+60 30+40 30+20 30+00 C3mO3